Crane Loads Click on crane button 1. Enter crane data. Click on the next crane button and repeat. COPY CRANE ID All crane Id numbers are available to other pull-down pull-down lists. Using the pull-down list list the user can select a crane Id number to cop! and then click the Cop! button. COPY BUTTON "his will #ill in all the in#ormation #rom the copied crane Id. It is presumed that one o# the items will be modi#ied to make this entr! uni$ue #rom the copied crane Id. A#ter the Cop! button is clicked the user can %"A&' %"A&' through each entr! and modi#! the in#ormation to make the item uni$ue #rom the copied line. FRAME ID "he #rame Id #or the #rame which will support the crane loads. FRAME COLUMN BAY "he number o# the #rame ba! that that contains the crane. &a!s are numbered #rom le#t to right right as viewed #rom the le#t end end o# the building. (or a #rame with no interior columns columns the ba! number is 1. 1. CRANE TYPE Use one o# these crane t!pes) *+,* #or mono rail *"* #or top run girder *U* #or underhung girder or ** #or single gantr! / 0" AC"I2E AC"I2E3. 3. CAPACITY "he crane capacit!. capacit!. 4tons k05. ADDITIONAL COLUMN *6* i# at the sidewall columns an additional column is to be placed directl! below the rail beam *0* i# there are not additional columns *L* #or additional column onl! at le#t side o# the #rame ba! *,* #or additional column onl! at right side o# the #rame ba! or *&* #or additional columns at both sides o# the #rame ba!. RAIL LOCATION 4#t mm5 ELEVATION 7istance #rom #loor line to top o# beam. XL, LEFT SIDE OFFSET 7istance #rom le#t side o# the building 4or ba ! line5 to crane rail. CRANE SPAN 8ori9ontal distance between rail beams. XR, RIGHT RAIL OFFSET 7istance #rom the right crane rail to the right side o# the building 4or ba! line5. CRANE OPERATION *:* #or a pendant operation or *C* #or a cab operation. CRANE POWER (or each item listed use
*E* *8*
#or electric power or #or hand power.
USE CRANE TABLES Use *6* i# the crane table data is to be used else use *0*. "he crane table contains de#ault data #or the items listed below. I# speci#ic crane data is not available #rom the customer then the crane table data can be used. "he Crane "able #ile is de#ined in #ile 7;C,A0E.I<. "his #ile is stored in the de#ault director! #or =+&=I<>. ?hen !our pan Capacit! Crane "!pe or &a! pacing is exceeded then crane weights and wheel base must be input b! the user. CRANE WEIGHT "he weight in kips #or the bridge and also #or the hoist plus trolle!. WHEEL BASE 4#t@mm5
"he distance 4as measured in the plane o# bridge movement5 between the support wheels on the bridge.
RAIL BEAM DEAD LOAD 4lb@#t k0@m5
Use the weight o# the crane rail plus the crane beam.
Crane !stems NUMBER OF CRANE SYSTEMS "he $uantit! o# crane runwa! s!stems to be de#ined. A uni$ue s!stem id is re$uired i# the crane t!pe orientation or elevation is di##erent. SYSTEM ID tarting with 1 as the #irst runwa! s !stem de#ined and numbered consecutivel! through the total number o# runwa! s!stems. COPY SYSTEM ID "he !stem Id #rom a previousl! de#ined !stem to cop! to the active !stem Id. CRANE TYPE *"* #or top run girder *+,* #or mono-rail 40" A2AILA&LE5 *U* #or under hung girder 40" A2AILA&LE5 ** #or single gantr! 40" A2AILA&LE5 ORIENTATION "he runwa! orientation. *L* #or Longitudinal runwa! - ,unwa! beams run along the length o# the building. *"* #or "ransverse runwa! - ,unwa! beams run along the width o# the building. 40" A2AILA&LE5 ELEVATION 4#t mm5 7istance #rom #loor line to top o# crane runwa! beam 4top running5 and 7istance #rom the #loor line to bottom o# runwa! beam 4under hung - 0" A2AILA&LE5 OFFSET 4#t mm5 7istance #rom back sidewall to the le#t crane r ail #or Longitudinal runwa! s!stems 7istance #rom le#t endwall to the le#t crane rail #or "ransverse runwa! s!stems. 40" A2AILA&LE5 SPAN 4#t mm5 8ori9ontal distance between le#t and right rail beams de#ines the crane bridge span. START 4#t mm5 7istance #rom the le#t endwall to the start o# the Longitudinal runwa! s!stem 7istance #rom the back sidewall to the start o# the "ransverse runwa! s!stem. 40" A2AILA&LE5 END 4#t mm5 7istance #rom the le#t endwall to the end o# the Longitudinal runwa! s!stem 7istance #rom the back sidewall to the end o# the "ransverse runwa! s!stem. 40" A2AILA&LE5
Crane upport - ,unwa! &eam RUNWAY BEAM
BEAM TYPE "he runwa! beam t!pe. *,C* as the beam t!pe consisting o# a *,* shaped steel beam and a hot rolled channel *C* as the beam t!pe consisting o# a ** shaped steel beam and a hot rolled channel *?C* as the beam t!pe consisting o# a *?* member 4welded plates5 steel beam and a hot-rolled channel *?&* as the beam t!pe consisting o# a *?* member 4welded plates5 steel beam *,&* as the beam t!pe consisting o# a *,* 4hot-rolled5 shaped steel beam as the beam t!pe consisting o# an une$ual #lange plate beam with a hot rolled channel. "his entr! re$uires adding *:C* section properties to the 7;C,0&+.si9 #ile. ee :E -B>-11 and -BB-D #or speci#!ing this beam t!pe. as the beam t!pe consisting o# a beam without a top #lange with a hot rolled channel. "his entr! re$uires adding *"C* section properties to the 7;C,0&+.si9 #ile. ee :E -B>-11 and -BB-D #orspeci#!ing this beam t!pe. as the beam t!pe consisting o# an une$ual #lange plate beam without a hot rolled channel. "his entr! re$uires *:&* adding section properties to the 7;C,0&+.si9 #ile. ee :E -B>-11 and -BB-D #or speci#!ing this beam t!pe. BEAM OPTION (, (U"U,E UE. DEPTH OPTION (, (U"U,E UE. BEAM DEPTH, MINIMUM 4in mm5 I# the user re$uires that the crane beam be made #rom a speci#ied range o# depth o# wide #lange beams then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile. BEAM DEPTH, MAXIMUM 4in mm5 I# the user re$uires that the crane beam be made #rom a speci#ied range o# depth o# wide #lange beams then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile.
AUXILIARY BEAM "he auxiliar! beam is used to support the runwa! beam between endwall columns. Indicate i# auxiliar! beams are to be used in the le#t and right endwall.
BEAM TYPE "he auxiliar! beam t!pe.
"he available auxiliar! beams are) , - hot rolled wide #lange section ? - welded wide #lange sections. BEAM OPTION (, (U"U,E UE. DEPTH OPTION (, (U"U,E UE. BEAM DEPTH, MINIMUM 4in mm5 I# the user re$uires that the auxiliar! beam be made #rom a speci#ied range o# depth o# wide #lange beams then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;&EA+. BEAM DEPTH, MAXIMUM 4in mm5
I# the user re$uires that the auxiliar! beam be made #rom a speci#ied range o# depth o# wide #lange beams then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;&EA+.
AUXILIARY COLUMN
COLUMN TYPE *0* i# there are no additional columns else the auxiliar! column t!pe.
"he available auxiliar! columns are) , - hot rolled wide #lange section ? - welded wide #lange sections. COLUMN OPTION (, (U"U,E UE. DEPTH OPTION (, (U"U,E UE. COLUMN DEPTH, MINIMUM 4in mm5 I# the user re$uires that the auxiliar! column be made #rom a speci#ied range o# depth o# wide #lange bea ms then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;CL. COLUMN DEPTH, MAXIMUM 4in mm5 I# the user re$uires that the auxiliar! column be made #rom a speci#ied range o# depth o# wide #lange bea ms then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;CL. ELEVATION (or each o# the le#t and right auxiliar! columns use the distance #rom the #inish #loor to the column base. Use a negative value i# the column base is below the #loor. I# necessar! in the input #iles o# the programs !ou can set uni$ue elevations #or each column.
Crane upport - Aux &eam BASE TYPE)
"he auxiliar! beam t!pe. "he available auxiliar! beams are) , - hot rolled wide #lange section ? - welded wide #lange sections.
BEAM OPTION)
(, (U"U,E UE.
DEPTH OPTION)
(, (U"U,E UE.
Crane upport - Aux Column
COLUMN TYPE)
*0* i# there are no additional columns else the auxiliar! column t!pe. "he available auxiliar! columns are) , - hot rolled wide #lange section ? - welded wide #lange sections.
COLUMN OPTION)
(, (U"U,E UE.
DEPTH OPTION)
(, (U"U,E UE.
COLUMN DEPTH, MAXIMUM)
I# the user re$uires that the auxiliar! column be made #rom a speci#ied range o# depth o# wide #lange bea ms then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;CL.
COLUMN DEPTH, MINIMUM)
I# the user re$uires that the auxiliar! column be made #rom a speci#ied range o# depth o# wide #lange bea ms then use that range in depth. "hese depths are compared to the nominal beam depth given in the 7;C,0&+ #ile under the marker AUF;CL.
ELEVATION)
(or each o# the le#t and right auxiliar! columns use the distance #rom the #inish #loor to the column base. Use a negative value i# the column base is below the #loor. I# necessar! in the input #iles o# the programs !ou can set uni$ue elevations #or each column.
Crane ptions RUNWAY BEAM *6* 7etail and Cost runwa! &eams *0* 0ot provided. AUX. BEAM *6* 7etail and Cost Auxiliar! &eams *0* 0ot provided. AUX. COLUMN *6* 7etail and Cost Auxiliar! Columns *0* 0ot provided. STOPS *6* *0*
7etail and Cost crane tops 0ot provided
BRACKET (LEFT/RIGHT) *6* 7etail and Cost crane &racket provided *0* 0o bracket provided
Crane ,ail TYPE elect the crane rail t!pe. *,* ,ail 4ACE or ðlehem5 ** $uare guide CONN OPT [NOT ACTIVE] elect the rail connection option to the runwa! beam. *8* 8ook bolts *&* &olted clamps *,* ,ail bolted clips *:* :ad w@ bolted clips ** tud clamps welded *?* ?eld clips *(* (ield weld attachment DEPTH 4in mm5 peci#! the crane rail depth. "his will allow vertical clearance calculations #rom the top o# rail to underside o# rigid #rame. DEAD LOAD 4lb@#t or k0@m5 "he weight o# the crane rail.
Crane 7e#lection RUNWAY BEAM DEFLECTION (H!"#) "he hori9ontal de#lection limit #or the runwa! beam.
+&+A suggests #or top running cranes with 1BBG o# lateral #orce as L@HBB. RUNWAY BEAM DEFLECTION (V$!%) "he vertical de#lection limit #or the runwa! beam.
+&+A suggests #or top running cranes with service class. A & C as L@BB 7 as L@BB AUXILLARY BEAM DEFLECTION (V$!%) "he vertical de#lection limit #or the auxiliar! beam. FRAME VERTICAL IMPACT to use the crane runwa! beam reactions 4including vertical impact5 on the rigid #rame auxiliar! columns auxiliar! *6* beams and endwall columns to appl! vertical loads to rigid #rames endwall columns auxiliar! beams and auxiliar! columns without the vertical *0* impact #actor. +&+A states that the vertical impact #actor need onl! be applied in the design o# runwa! beams.
Crane &racing
Crane bracing is independent o# the building longitudinal bracing #or wind and seismic. Crane diagonal bracing can be used below the auxiliar! beam in the endwall and longitudinall! between auxiliar! columns. AUXILIARY BEAM elect diagonal bracing t!pe below the auxiliar! beam in the endwall.
*0* *C* *,* *A*
0o bracing use Cable bracing use ,od bracing use Angle bracing
LONGITUDINAL elect longitudinal bracing t!pe in between the auxiliar! columns.
*0* *C* *,* *A*
0o bracing use Cable bracing use ,od bracing use Angle bracing
OPTION (or (uture Use. NUMBER OF BAYS "he number o# ba!s in that wall which will have wind #raming. Use B i# the program is to locate the wind #raming. BAY ID "he ba! number #or the wind #raming. &a!s are numbered #rom le#t to right looking at the #ront sidewall.
Individual Cranes on ,unwa! !stem SYSTEM ID
elect crane runwa! s!stem id to de#ine individual cranes. CRANE SPAN 4#t mm5 "his is #illed in with the in#ormation used in the ,unwa! Location pan on the Crane !stems tab. 8ori9ontal distance between le#t and right rail beams de#ines the crane bridge span. "his entr! is #or displa! onl!. COPY FROM CRANE & "he Crane I7 J #rom a previousl! de#ined Crane that will be copied to the displa!ed Crane J. elect the KCop! (romK Crane I7 J in the dropdown list next to the right o# the /Cop! (rom Crane J3 button. elect the KCop! "oK Crane b! clicking the Crane J button 4Crane J1 to Crane JD5 in the le#t column. I# the button that corresponds to an empt! slot #or the Crane is not enabled !ou must increase the 0umber o# Cranes needed. NUMBER OF INDIVIDUAL CRANES ON RUNWAY SYSTEM "he $uantit! o# cranes to be associated with each runwa! s!stem. MINIMUM CRANE SPACE "he minimum crane spacing between multiple cranes per runwa! s!stem. START 4#t mm5 7istance #rom the le#t endwall o# the building to the start o# the leading trolle! wheel o# the crane on a Longitudinal runwa! s!stem looking #rom the #ront sidewall. 7istance #rom the back sidewall o# the building to the start o# the leading trolle! wheel o# the crane on a "ransverse runwa! s!stem looking #rom the le#t endwall. END 4#t mm5 7istance #rom the le#t endwall o# the building to the end o# the trailing trolle! wheel o# the crane on a Longitudinal runwa! s!stem looking #rom the #ront sidewall. 7istance #rom the back sidewall o# the building to the end o# the trailing trolle! wheel o# the crane on a "ransverse runwa! s!stem looking #rom the le#t endwall. CAPACITY 4tons k05 "he crane capacit!. USE CRANE TABLES *6* i# the crane table data is to be used *0* i# no crane table data is to be used
"he crane table contains de#ault data #or the items listed below. I# speci#ic crane data is not available #rom the customer then the crane table data can be used. "he Crane "able #ile is de#ined in #ile 7;C,A0E.I<. "his #ile is stored in the de#ault director! #or =+&=I<>. ?hen !our pan Capacit! Crane "!pe or &a! pacing is exceeded then crane weights and wheelbase must be input b! the user. Crane rail dead load is not retrieved #rom the 7;C,A0E.si9 #ile since this is now a crane runwa! s!stem entr!.
CRANE WEIGHT
BRIDGE 4ips k05 "he weight #or the bridge. HOIST/TROLLEY 4ips k05 "he combined weight #or the hoist and trolle!. MAXIMUM WHEEL LOAD 4ips k05 "he maximum wheel load 4without impact5 i# given in crane speci#ications. "he design program will use the wheel load i# non-9ero else the wheel load is based on the capacit! bridge and hoist weights.
WHEEL BASE
OUT 4#t mm5 "he distance 4as measured in the plane o# bridge movement5 between the support wheels on the bridge. ?hen #our support wheels are on each end o# the bridge use the distance between the outer most wheels on the truck. IN 4#t mm5 7istance #rom the outer wheel to an inner wheel #or a H-wheel truck. I# onl! two support wheels on each end o# the bridge set to B.BB.
BRIDGE CRANE POWER "he bridge power in#luences the longitudinal input #actor.
*E* *8*
#or electric power #or hand power
41B5 4B5
HOIST CRANE POWER "he hoist power in#luences the vertical input #actor.
I# !ou have a cab-operated bridge select MCN. I# no cab select the power #or the hoist as *E* or *8*. *E* *C* *8*
#or electric power 4pendant operated5 41B5 #or cab operated bridge 4>D5 #or hand power 4B5
TROLLEY CRANE POWER "he trolle! power in#luences the lateral input #actor.
*E* *8*
#or electric power #or hand power
4>B5 4B5
BEAM IMPACT (%) LONGITUDINAL "he longitudinal impact percentage #or the crane runwa! beam.
?hen changing the crane power the corresponding impact percentages will change. 7e#ault percentages are indicated along with the power options in parenthesis. LATERAL "he lateral impact percentage #or the crane runwa! beam.
?hen changing the crane power the corresponding impact percentages will change. 7e#ault percentages are indicated along with the power options in parenthesis. VERTICAL "he vertical impact percentage #or the crane runwa! beam. Can also be applied to rigid #rames interior rigid #rame columns auxiliar! columns endwall columns and auxiliar! beams i# the (rame vertical impact option O *6*.
?hen changing the crane power the corresponding impact percentages will change. 7e#ault percentages are indicated along with the power options in parenthesis. SERVICE CLASS [NOT ACTIVE] "he service class. A tandb! or In#re$uent ervice
& C 7 E (
Light ervice +oderate ervice 8eav! ervice evere ervice Continuous evere ervice
LOADING CONDITION (F'%"$) [NOT ACTIVE] 1 J C!cles % 1BBBBB > 1BBBBB ' J C!cles % DBBBBB P DBBBBB ' J C!cles % >BBBBBB H J C!cles ' >BBBBBB
